Frost Destruction of Concrete – A Study of the Validity of Different Mechanisms

Author:

Fagerlund Göran1

Affiliation:

1. Professor em., Div. Building Materials, Lund Institute of Technology , Box 118, SE-221 00 Lund

Abstract

Abstract Well-known frost destruction mechanisms applicable to concrete not exposed to salt are, (1) hydraulic pressure during freezing, (2) growth of ice-bodies in capillaries during freezing. Theories behind these mechanisms are presented. A third mechanism, ice expansion during heating of frozen concrete, is put forward. The validity of a certain mechanisms is discussed by analyzing its ability to explain experimental observations.

Publisher

Walter de Gruyter GmbH

Reference15 articles.

1. 1. Fagerlund G: “A service life model for internal frost damage in concrete,” Report TVBM-3119, Div. of Building Materials, Lund Institute of Technology, Lund, Sweden, 2004.

2. 2. Fagerlund G: “The critical flow distance at freezing of concrete – theory and experiment,” Nordic Concrete Research, No. 56, 2017, pp. 35-53.

3. 3. Fagerlund G: “Significance of critical degrees of saturation at freezing of porous and brittle materials,” Special Publication SP-47-2 “Durability of Concrete,” American Concrete Institute. Detroit, USA, 1973.

4. 4. Fridh K.: “Internal frost damage of concrete. Experimental studies of destruction mechanisms,” Report TVBM-1023, Div. of Building Materials, Lund Institute of Technology, Lund, Sweden, 2005.

5. 5. Powers T.C.: “The air requirement of frost-resistant concrete,” Highway Research Board Proceedings, No 29, 1949, pp. 184-202.

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